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Predictive modeling for compressive strength of 3D printed fiber-reinforced concrete using machine learning algorithms
被引:63
作者:
Alyami, Mana
[1
]
Khan, Majid
[2
]
Fawad, Muhammad
[3
,4
]
Nawaz, R.
[5
]
Hammad, Ahmed W. A.
[6
]
Najeh, Taoufik
[7
]
Gamil, Yaser
[8
]
机构:
[1] Najran Univ, Coll Engn, Dept Civil Engn, Najran, Saudi Arabia
[2] COMSATS Univ Islamabad, Dept Civil Engn, Abbottabad Campus, Abbottabad 22060, Pakistan
[3] Silesian Tech Univ, Gliwice, Poland
[4] Budapest Univ Technol & Econ, Budapest, Hungary
[5] Gulf Univ Sci & Technol, Ctr Appl Math & Bioinformat CAMB, Hawally 32093, Kuwait
[6] Macroview Projects, Sydney, Australia
[7] Lulea Univ Technol, Dept Civil Environm & Nat Resources Engn, Operat Maintenance & Acoust, Lulea, Sweden
[8] Monash Univ Malaysia, Sch Engn, Dept Civil Engn, Jalan Lagoon Selatan, Bandar Sunway 47500, Selangor, Malaysia
关键词:
3D-printed concrete;
Machine learning;
Fiber-reinforced concrete;
SHAP technique;
Compressive strength;
HIGH-PERFORMANCE CONCRETE;
MECHANICAL-PROPERTIES;
CONSTRUCTION;
D O I:
10.1016/j.cscm.2023.e02728
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Three-dimensional (3D) printing in the construction industry is growing rapidly due to its inherent advantages, including intricate geometries, reduced waste, accelerated construction, cost-effectiveness, eco-friendliness, and improved safety. However, optimizing the mixture composition for 3D-printed concrete remains a formidable task, encompassing multiple variables and requiring a comprehensive trial-and-error experimentation process. Accordingly, this study used seven machine learning (ML) algorithms, including support vector regression (SVR), deci-sion tree (DT), SVR-Bagging, SVR-Boosting, random forest (RF), gradient boosting (GB), and gene expression programming (GEP) for forecasting the compressive strength (CS) of 3D printed fiber-reinforced concrete (3DP-FRC). For model development, 299 data points were collected from experimental studies and split into two portions: 70% for model training and 30% for model validation. Various statistical metrics were employed to examine the accuracy and generaliz-ability of the established models. The DT, RF, GB, and GEP models demonstrated higher accuracy in the validation set, achieving correlation (R) values of 0.987, 0.986, 0.986, and 0.98, respec-tively. The DT, RF, GB, and GEP models exhibited mean absolute error (MAE) scores of 4.644, 3.989, 3.90, and 5.691, respectively. Furthermore, the combination of SVR with boosting and bagging techniques slightly improved the accuracy compared to the individual SVR model. Additionally, the SHapley Additive exPlanations (SHAP) approach unveils the proportional sig-nificance of parameters in influencing the CS of 3DP-FRC. The SHAP technique revealed that water, silica fume, superplasticizer, sand content, and loading directions are the dominant pa-rameters in estimating the CS of 3DP-FRC. The SHAP local interpretability unveils the intrinsic relationship between diverse input variables and their impacts on the strength of 3DP-FRC. The SHAP interpretability offers significant insights into the optimum mix proportion of 3DP-FRC.
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页数:26
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